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e5y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 18:02.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 41.8000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 1784 540 N54#2 1752 540 N52#1 2004 540
N52#2 3628 1080 N48#1 2004 540 N48#2 1756 540
N43#1 1760 540 N43#2 1756 540 N42#1 2000 540
N42#2 1752 540 N50#1 2000 540 N50#2 1752 540
N47#1 1788 540 N47#2 3520 1080 N45#1 1788 540
N45#2 3528 1080 N53#1 1656 540 N53#2 1756 540
N38#1 1768 540 N38#2 1748 540 N37#1 1768 540
N37#2 3544 1080 N31#1 1768 540 N31#2 3544 1080
N28#1 1768 540 N28#2 3544 1080 N27#1 1760 540
N27#2 3516 1080 N35#1 1780 540 N35#2 1780 540
N23#1 1764 540 N23#2 3552 1080 N22#1 1760 540
N22#2 1756 540 N21#1 1760 540 N21#2 3536 1080
N20#1 1740 540 N20#2 1668 540 N19#1 1772 540
N19#2 3504 1080 N18#1 1756 540 N18#2 3524 1080
N17#1 1776 540 N17#2 3576 1080 N10#1 1768 540
N10#2 1748 540 N8#1 1764 540 N8#2 1744 540
N7#1 1764 540 N7#2 1748 540 N6#1 1752 540
N6#2 1716 540 N5#1 1764 540 N5#2 1748 540
N4#1 1764 540 N4#2 1744 540 N11#1 1716 540
N11#2 3524 1080 N2#1 1760 540 N2#2 3528 1080
N26#1 1760 540 N26#2 1740 540 N29#1 1772 540
N29#2 3520 1080 N30#1 1772 540 N30#2 3552 1080
N36#1 1768 540 N36#2 3540 1080 N51#1 2004 540
N51#2 1760 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 41.8000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 5.608306E+03 41.800
Total Infiltration 6.133922E+01 0.457
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 5.551545E+03 41.377
Total Water remaining in Surface Storage 3.341634E+00 0.025
Infiltration over the Pervious Area... 6.133922E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 5.616226E+03 41.859
Total Precipitation + Initial Storage. 5.608306E+03 41.800
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1412
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 5.551545E+03 41.377
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 5.536888E+03 41.268
Initial Storage + Inflow.................... 5.551545E+03 41.377
Final Storage + Outflow + Diverted GW....... 5.536888E+03 41.268
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2647
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N54#1 N54#2 N52#1 N52#2 N48#1 N48#2
Area (hectares)........ 0.00100 0.21200 0.00100 0.22400 0.00100 0.19500
Percent Impervious..... 100.00000 0.00000 100.00000 9.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.02824 0.00000 41.03466 0.00000 41.03548
Total Losses (mm)...... 0.00000 0.75135 0.00000 0.74831 0.00000 0.74788
Remaining Depth (mm)... 0.00000 0.02040 0.00000 0.01704 0.00000 0.01663
Peak Runoff Rate (cms). 0.00000 0.10527 0.00000 0.10273 0.00000 0.09846
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.93219 0.00000 41.80554 41.99654 41.80602 0.00000
Peak Runoff Rate (cms). 0.00054 0.00000 0.00054 0.01095 0.00054 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.93219 0.00000 41.80554 41.99654 41.80602 0.00000
Peak Runoff Rate (cms). 0.00054 0.00002 0.00054 0.01095 0.00054 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.93219 41.02824 41.80554 41.12123 41.80602 41.03548
Peak Runoff Rate (cms). 0.00054 0.10527 0.00054 0.11369 0.00054 0.09846
Unit Runoff (mm/hr).... 197.15798 180.25028 197.25380 184.23700 197.25380 183.28042
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N43#1 N43#2 N42#1 N42#2 N50#1 N50#2
Area (hectares)........ 0.00100 0.20800 0.00100 0.28901 0.00100 0.30301
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.03979 0.00000 41.02497 0.00000 41.03329
Total Losses (mm)...... 0.00000 0.74560 0.00000 0.75278 0.00000 0.74899
Remaining Depth (mm)... 0.00000 0.01461 0.00000 0.02226 0.00000 0.01773
Peak Runoff Rate (cms). 0.00000 0.10596 0.00000 0.14234 0.00000 0.15224
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.84543 0.00000 41.80658 0.00000 41.81296 0.00000
Peak Runoff Rate (cms). 0.00052 0.00000 0.00054 0.00000 0.00054 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.84543 0.00000 41.80658 0.00000 41.81296 0.00000
Peak Runoff Rate (cms). 0.00052 0.00001 0.00054 0.00002 0.00054 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.84543 41.03979 41.80658 41.02497 41.81296 41.03329
Peak Runoff Rate (cms). 0.00052 0.10596 0.00054 0.14234 0.00054 0.15224
Unit Runoff (mm/hr).... 188.47295 184.92486 197.25379 178.79264 197.39250 182.39381
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N47#1 N47#2 N45#1 N45#2 N53#1 N53#2
Area (hectares)........ 0.03600 0.33001 0.03300 0.30401 0.00100 0.23301
Percent Impervious..... 100.00000 18.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.99543 0.00000 41.00367 0.00000 41.03859
Total Losses (mm)...... 0.00000 0.76244 0.00000 0.76022 0.00000 0.74625
Remaining Depth (mm)... 0.00000 0.04213 0.00000 0.03611 0.00000 0.01516
Peak Runoff Rate (cms). 0.00000 0.12268 0.00000 0.11578 0.00000 0.11841
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.94917 41.91893 41.95597 41.92499 41.66382 0.00000
Peak Runoff Rate (cms). 0.01956 0.03224 0.01793 0.02971 0.00033 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.94917 41.91893 41.95597 41.92499 41.66382 0.00000
Peak Runoff Rate (cms). 0.01956 0.03224 0.01793 0.02971 0.00033 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.94917 41.16166 41.95597 41.16951 41.66382 41.03859
Peak Runoff Rate (cms). 0.01956 0.15492 0.01793 0.14549 0.00033 0.11841
Unit Runoff (mm/hr).... 197.22424 170.41258 197.23629 173.72675 118.79660 184.48119
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N38#1 N38#2 N37#1 N37#2 N31#1 N31#2
Area (hectares)........ 0.04300 0.25001 0.09000 0.13000 0.13200 0.19700
Percent Impervious..... 100.00000 0.00000 100.00000 30.00000 100.00000 30.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.02328 0.00000 41.04452 0.00000 41.04668
Total Losses (mm)...... 0.00000 0.75348 0.00000 0.74288 0.00000 0.74157
Remaining Depth (mm)... 0.00000 0.02324 0.00000 0.01260 0.00000 0.01176
Peak Runoff Rate (cms). 0.00000 0.12260 0.00000 0.04677 0.00000 0.07114
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86384 0.00000 41.86830 41.92740 41.86827 41.93018
Peak Runoff Rate (cms). 0.02289 0.00000 0.04809 0.02118 0.07053 0.03210
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86384 0.00000 41.86830 41.92740 41.86827 41.93018
Peak Runoff Rate (cms). 0.02289 0.00065 0.04809 0.02118 0.07053 0.03210
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.86384 41.02328 41.86830 41.30938 41.86827 41.31173
Peak Runoff Rate (cms). 0.02289 0.12260 0.04809 0.06795 0.07053 0.10324
Unit Runoff (mm/hr).... 193.21117 178.02337 193.97141 189.73938 193.96632 190.23077
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N28#1 N28#2 N27#1 N27#2 N35#1 N35#2
Area (hectares)........ 0.15200 0.22700 0.20900 0.46501 0.05000 0.02100
Percent Impervious..... 100.00000 25.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04386 0.00000 41.00716 0.00000 41.11763
Total Losses (mm)...... 0.00000 0.74327 0.00000 0.75918 0.00000 0.68107
Remaining Depth (mm)... 0.00000 0.01287 0.00000 0.03366 0.00000 0.00130
Peak Runoff Rate (cms). 0.00000 0.08740 0.00000 0.14180 0.00000 0.01128
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86867 41.94180 41.85129 41.88053 41.91627 0.00000
Peak Runoff Rate (cms). 0.08124 0.03083 0.10955 0.08763 0.02713 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86867 41.94180 41.85129 41.88053 41.91627 0.00000
Peak Runoff Rate (cms). 0.08124 0.03083 0.10955 0.08763 0.02713 0.00077
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.86867 41.26835 41.85129 41.31284 41.91627 41.11763
Peak Runoff Rate (cms). 0.08124 0.11823 0.10955 0.22943 0.02713 0.01128
Unit Runoff (mm/hr).... 194.02723 189.06743 190.27708 179.10637 196.99729 195.02013
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N23#1 N23#2 N22#1 N22#2 N21#1 N21#2
Area (hectares)........ 0.00100 0.59101 0.00100 0.21300 0.00100 0.33001
Percent Impervious..... 100.00000 55.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.07813 0.00000 41.04208 0.00000 41.05419
Total Losses (mm)...... 0.00000 0.71776 0.00000 0.74431 0.00000 0.73664
Remaining Depth (mm)... 0.00000 0.00411 0.00000 0.01361 0.00000 0.00917
Peak Runoff Rate (cms). 0.00000 0.14165 0.00000 0.10899 0.00000 0.07747
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.85702 41.91055 41.85204 0.00000 41.84543 41.88314
Peak Runoff Rate (cms). 0.00053 0.17631 0.00052 0.00000 0.00052 0.09784
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.85702 41.91055 41.85204 0.00000 41.84543 41.88314
Peak Runoff Rate (cms). 0.00053 0.17631 0.00052 0.00001 0.00052 0.09784
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.85702 41.53596 41.85204 41.04208 41.84543 41.51011
Peak Runoff Rate (cms). 0.00053 0.31796 0.00052 0.10899 0.00052 0.17531
Unit Runoff (mm/hr).... 191.77177 195.29653 190.48854 185.74499 188.47295 192.84459
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N20#1 N20#2 N19#1 N19#2 N18#1 N18#2
Area (hectares)........ 0.72902 0.31301 0.12400 0.70702 0.09000 0.43001
Percent Impervious..... 100.00000 0.00000 100.00000 35.00000 100.00000 10.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.88015 0.00000 40.98439 0.00000 40.98549
Total Losses (mm)...... 0.00000 0.77753 0.00000 0.76499 0.00000 0.76475
Remaining Depth (mm)... 0.00000 0.14232 0.00000 0.05062 0.00000 0.04976
Peak Runoff Rate (cms). 0.00000 0.10463 0.00000 0.20165 0.00000 0.17037
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.79572 0.00000 41.88097 41.86810 41.83976 41.95338
Peak Runoff Rate (cms). 0.33381 0.00000 0.06678 0.13220 0.04623 0.02336
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.79572 0.00000 41.88097 41.86810 41.83976 41.95338
Peak Runoff Rate (cms). 0.33381 0.00945 0.06678 0.13220 0.04623 0.02336
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.79572 40.88015 41.88097 41.29369 41.83976 41.08228
Peak Runoff Rate (cms). 0.33381 0.10463 0.06678 0.33385 0.04623 0.19373
Unit Runoff (mm/hr).... 166.22185 121.34775 195.49060 171.41368 186.47254 163.54636
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N17#1 N17#2 N10#1 N10#2 N8#1 N8#2
Area (hectares)........ 0.02700 0.11000 0.23001 0.11000 0.22000 0.10000
Percent Impervious..... 100.00000 10.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.02220 0.00000 41.02256 0.00000 41.01280
Total Losses (mm)...... 0.00000 0.75391 0.00000 0.75377 0.00000 0.75737
Remaining Depth (mm)... 0.00000 0.02389 0.00000 0.02367 0.00000 0.02983
Peak Runoff Rate (cms). 0.00000 0.04842 0.00000 0.05385 0.00000 0.04767
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.88524 41.98228 41.86387 0.00000 41.85826 0.00000
Peak Runoff Rate (cms). 0.01457 0.00598 0.12242 0.00000 0.11640 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.88524 41.98228 41.86387 0.00000 41.85826 0.00000
Peak Runoff Rate (cms). 0.01457 0.00598 0.12242 0.00347 0.11640 0.00330
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.88524 41.11821 41.86387 41.02256 41.85826 41.01280
Peak Runoff Rate (cms). 0.01457 0.05439 0.12242 0.05385 0.11640 0.04767
Unit Runoff (mm/hr).... 195.83624 179.49744 193.21698 177.69383 192.06090 173.05864
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N7#1 N7#2 N6#1 N6#2 N5#1 N5#2
Area (hectares)........ 0.21000 0.09800 0.68701 0.29501 0.22500 0.10300
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.01387 0.00000 40.96099 0.00000 41.01944
Total Losses (mm)...... 0.00000 0.75701 0.00000 0.76922 0.00000 0.75499
Remaining Depth (mm)... 0.00000 0.02912 0.00000 0.06979 0.00000 0.02557
Peak Runoff Rate (cms). 0.00000 0.04686 0.00000 0.12094 0.00000 0.05001
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.85663 0.00000 41.82716 0.00000 41.86122 0.00000
Peak Runoff Rate (cms). 0.11089 0.00000 0.34306 0.00000 0.11944 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.85663 0.00000 41.82716 0.00000 41.86122 0.00000
Peak Runoff Rate (cms). 0.11089 0.00314 0.34306 0.00971 0.11944 0.00338
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.85663 41.01387 41.82716 40.96099 41.86122 41.01944
Peak Runoff Rate (cms). 0.11089 0.04686 0.34306 0.12094 0.11944 0.05001
Unit Runoff (mm/hr).... 191.67727 173.57501 181.26786 148.81816 192.70025 176.23782
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N4#1 N4#2 N11#1 N11#2 N2#1 N2#2
Area (hectares)........ 0.45401 0.19400 0.00100 0.80202 0.00100 0.33001
Percent Impervious..... 100.00000 0.00000 100.00000 8.00000 100.00000 10.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.01241 0.00000 40.98987 0.00000 40.99527
Total Losses (mm)...... 0.00000 0.75750 0.00000 0.76378 0.00000 0.76248
Remaining Depth (mm)... 0.00000 0.03009 0.00000 0.04636 0.00000 0.04225
Peak Runoff Rate (cms). 0.00000 0.09239 0.00000 0.32904 0.00000 0.13458
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.85618 0.00000 41.76110 41.97134 41.84543 41.96025
Peak Runoff Rate (cms). 0.23959 0.00000 0.00041 0.03486 0.00052 0.01793
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.85618 0.00000 41.76110 41.97134 41.84543 41.96025
Peak Runoff Rate (cms). 0.23959 0.00678 0.00041 0.03486 0.00052 0.01793
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.85618 41.01241 41.76110 41.06838 41.84543 41.09177
Peak Runoff Rate (cms). 0.23959 0.09239 0.00041 0.36391 0.00052 0.15251
Unit Runoff (mm/hr).... 191.56944 172.86696 150.46756 164.71242 188.47295 167.76564
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N26#1 N26#2 N29#1 N29#2 N30#1 N30#2
Area (hectares)........ 0.02300 0.03500 0.13200 0.50001 0.09200 0.14900
Percent Impervious..... 100.00000 0.00000 100.00000 42.00000 100.00000 27.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.99355 0.00000 41.02071 0.00000 41.05638
Total Losses (mm)...... 0.00000 0.76290 0.00000 0.75450 0.00000 0.73510
Remaining Depth (mm)... 0.00000 0.04355 0.00000 0.02479 0.00000 0.00852
Peak Runoff Rate (cms). 0.00000 0.01578 0.00000 0.14127 0.00000 0.05691
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.84562 0.00000 41.87809 41.87641 41.88456 41.95259
Peak Runoff Rate (cms). 0.01195 0.00000 0.07099 0.11283 0.04962 0.02186
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.84562 0.00000 41.87809 41.87641 41.88456 41.95259
Peak Runoff Rate (cms). 0.01195 0.00034 0.07099 0.11283 0.04962 0.02186
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.84562 40.99355 41.87809 41.38011 41.88456 41.29836
Peak Runoff Rate (cms). 0.01195 0.01578 0.07099 0.25410 0.04962 0.07876
Unit Runoff (mm/hr).... 188.53629 163.65862 195.21614 184.47958 195.78568 191.89072
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N36#1 N36#2 N51#1 N51#2
Area (hectares)........ 0.10500 0.17000 0.00100 0.14300
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04224 0.00000 41.04606
Total Losses (mm)...... 0.00000 0.74422 0.00000 0.74195
Remaining Depth (mm)... 0.00000 0.01355 0.00000 0.01200
Peak Runoff Rate (cms). 0.00000 0.06352 0.00000 0.07369
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86952 41.93332 41.80828 0.00000
Peak Runoff Rate (cms). 0.05616 0.02493 0.00054 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86952 41.93332 41.80828 0.00000
Peak Runoff Rate (cms). 0.05616 0.02493 0.00054 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.86952 41.28283 41.80828 41.04606
Peak Runoff Rate (cms). 0.05616 0.08845 0.00054 0.07369
Unit Runoff (mm/hr).... 194.15549 188.86845 197.25380 187.07293
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| ################## |
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160.000 = # # =
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| ################# # |
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120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
################## # |
80.000 # # =
# # |
# # |
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# ################## |
40.000 # # =
# ################# |
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# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 45.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.7440 4.3601 5.0000
N51 2.2882 5.7206 20.0000
N48 2.0396 5.0989 25.0000
N50 1.7262 4.3155 35.0000
N47 0.7344 1.8361 335.0000
N46 0.9621 2.4053 20.0000
N45 0.7347 1.8368 19255.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 33.1348 50.0000 0.0000
N36 1.4367 3.5917 10.0000
N35 2.3315 5.8288 0.0000
N34 50.0000 50.0000 0.0000
N31 23.2479 50.0000 0.0000
N30 0.1714 0.4285 40.0000
N29 36.0397 50.0000 0.0000
N28 20.6170 50.0000 0.0000
N27 1.7948 4.4871 310.0000
N26 50.0000 50.0000 0.0000
N25 2.1827 5.4568 45.0000
N24 1.0706 2.6766 35.0000
N23 8.6170 21.5426 0.0000
N22 0.1730 0.4325 215.0000
N21 1.3007 3.2518 85.0000
N20 0.5941 1.4853 60.0000
N19 0.4947 1.2368 120.0000
N18 1.5592 3.8980 35.0000
N17 1.0672 2.6681 5.0000
N16 4.7916 11.9789 35.0000
N15 8.6154 21.5384 0.0000
N14B 0.3754 0.9385 430.0000
N14A 6.6439 16.6099 0.0000
N13 18.8959 47.2397 0.0000
N12 21.5007 50.0000 0.0000
N11 21.4296 50.0000 0.0000
N10 2.0262 5.0654 50.0000
N9 1.3389 3.3472 65.0000
N8 0.6902 1.7256 60.0000
N7 1.3140 3.2850 55.0000
N6 0.7823 1.9558 20.0000
N5 0.9758 2.4395 185.0000
N4 1.0598 2.6496 0.0000
N3 29.0117 50.0000 0.0000
N2 38.3886 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 3.7500 0.0006 0.0229 Normal Soln
5047 38.1638 38.1638 50.0000 0.0000 0.0081 0.1945 Normal Soln
5114b 48.9731 48.9731 50.0000 0.0000 0.1384 0.0949 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0192 Normal Soln
3736 38.6016 38.6016 50.0000 0.0000 0.0017 0.0153 Normal Soln
3534 7.3170 7.3170 19.2927 0.0000 0.0070 0.1293 Normal Soln
3422 29.8814 29.8814 50.0000 0.0000 0.0068 0.1219 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0030 0.0263 Normal Soln
3024 7.3603 7.3603 17.2315 0.0000 -0.0183 2.2517 Normal Soln
3036 14.0801 14.0801 50.0000 0.0000 0.0156 0.2350 Normal Soln
2827 30.8921 30.8921 49.7895 0.0000 -0.0016 0.0253 Normal Soln
2726 8.7068 8.7068 50.0000 0.0000 -0.0052 0.0341 Normal Soln
2629 35.6096 35.6096 50.0000 0.0000 0.0020 0.2407 Normal Soln
2930 28.5225 28.5225 50.0000 0.0000 0.0044 0.1009 Normal Soln
2725 4.9699 4.9699 12.5280 0.0000 0.0034 2.3738 Normal Soln
2524 14.7732 14.7732 32.6497 0.0000 -0.0261 2.0416 Normal Soln
2422 6.4037 6.4037 16.9226 0.0000 0.0367 2.0305 Normal Soln
L575 49.0318 49.0318 50.0000 0.0000 -0.0043 0.1390 Normal Soln
2117 9.2161 9.2161 22.3774 0.0000 -0.0043 0.0441 Normal Soln
1714B 22.9638 22.9638 50.0000 0.0000 -0.0041 0.1186 Normal Soln
1716 4.6688 4.6688 12.8581 0.0000 -0.0180 1.3737 Normal Soln
1615 3.9540 3.9540 9.9237 0.0000 0.0250 3.2976 Normal Soln
1614A 1.7896 1.7896 5.2681 16.5000 -0.0106 2.9148 Normal Soln
4514B 14.5802 14.5802 24.2830 0.0000 0.0043 0.0395 Normal Soln
4515 5.6965 5.6965 13.1580 0.0000 0.0038 1.9829 Normal Soln
1502 15.2275 15.2275 33.5162 0.0000 0.0139 4.5211 Normal Soln
14A13 4.2679 4.2679 22.2868 0.0000 0.0109 0.1583 Normal Soln
1312 6.4082 6.4082 32.1479 0.0000 0.0082 0.1618 Normal Soln
1211 18.2857 18.2857 50.0000 0.0000 0.0072 0.1106 Normal Soln
1103 15.7124 15.7124 50.0000 0.0000 0.0058 0.0773 Normal Soln
0912 34.8186 34.8186 50.0000 0.0000 -0.0011 0.0091 Normal Soln
0908 11.4277 11.4277 41.7696 0.0000 0.0079 2.2532 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0427 Normal Soln
0804 10.7151 10.7151 32.5594 0.0000 -0.0094 3.0465 Normal Soln
0201 3.0578 3.0578 7.3164 326.0000 0.1272 0.0603 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0012 0.0440 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0074 0.1672 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0011 0.0354 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0240 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 17.0686 17.0686 29.4603 0.0000 0.0023 0.0209 Normal Soln
4746u 5.3553 5.3553 17.5657 0.0000 -0.0031 1.8197 Normal Soln
4645o 26.5682 26.5682 50.0000 0.0000 0.0028 0.0231 Normal Soln
4645u 7.0462 7.0462 23.9904 0.0000 -0.0036 2.7179 Normal Soln
3836o 33.1585 33.1585 50.0000 0.0000 0.0011 0.0251 Normal Soln
3635o 20.9931 20.9931 43.7912 0.0000 0.0073 0.0204 Normal Soln
2217o 22.9331 22.9331 43.8517 0.0000 -0.0029 0.0224 Normal Soln
2217u 5.6389 5.6389 15.4747 0.0000 -0.0467 3.9709 Normal Soln
2019o 27.7236 27.7236 46.1493 0.0000 0.0106 0.0218 Normal Soln
2019u 5.1021 5.1021 11.5626 0.0000 -0.0087 1.5708 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0001 Normal Soln
1918u 16.1634 16.1634 37.0923 0.0000 -0.1428 2.0288 Normal Soln
1817o 14.8756 14.8756 38.3786 0.0000 0.0073 0.1333 Normal Soln
1817u 4.0350 4.0350 10.3012 0.0000 -0.0246 3.5746 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 10.5738 10.5738 30.6236 0.0000 -0.0019 1.5905 Normal Soln
0706o 34.0571 34.0571 50.0000 0.0000 -0.0020 0.0200 Normal Soln
0706u 6.8089 6.8089 24.6134 0.0000 -0.0024 1.9368 Normal Soln
0604o 34.9984 34.9984 50.0000 0.0000 -0.0046 0.0658 Normal Soln
0604u 9.6384 9.6384 20.5498 0.0000 0.0036 2.2257 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0040 0.0091 Normal Soln
0504u 12.5289 12.5289 33.5914 0.0000 0.0029 2.0001 Normal Soln
0403o 31.3917 31.3917 50.0000 0.0000 -0.0012 0.0062 Normal Soln
0403u 3.3106 3.3106 7.2597 0.0000 -0.0098 1.2311 Normal Soln
0302o 16.7552 16.7552 50.0000 0.0000 0.0009 0.0189 Normal Soln
0302u 2.8708 2.8708 12.9900 0.0000 0.0045 0.5184 Normal Soln
14a14bo 10.3693 10.3693 27.4351 0.0000 0.0071 0.0099 Normal Soln
14a14bu 1.8768 1.8768 4.9779 13.7500 0.0237 2.9090 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.01 / 1.87/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 1.35/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.40 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.14 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.32 / 5047/ 0.20 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.16 / 2827/ 0.02 / 2726/ 8.94 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.73 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.10 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.29 / 0908/ 0.15 / 0811/ 0.07 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.31 / 5338/ 1.36 /
3851/ 0.03 / 4746o/ 0.02 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.01 / 2217o/ 0.11 / 2217u/ 0.29 /
2019o/ 0.29 / 2019u/ 0.18 / 1918o/ 0.12 /
1918u/ 0.24 / 1817o/ 0.32 / 1817u/ 0.24 /
1009o/ 0.06 / 1009u/ 0.15 / 0706o/ 0.09 /
0706u/ 0.12 / 0604o/ 0.13 / 0604u/ 0.15 /
0504o/ 0.09 / 0504u/ 0.12 / 0403o/ 0.27 /
0403u/ 0.29 / 0302o/ 0.06 / 0302u/ 1.50 /
14a14bo/ 0.03 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.05 / N47/ 1.08 / N46/ 1.08 /
N45/ 1.12 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.06 / N36/ 1.37 / N35/ 1.08 /
N34/ 0.07 / N31/ 0.02 / N30/ 1.64 /
N29/ 0.13 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.19 / N25/ 0.79 / N24/ 1.50 /
N23/ 0.12 / N22/ 1.65 / N21/ 1.05 /
N20/ 1.02 / N19/ 1.51 / N18/ 1.30 /
N17/ 1.30 / N16/ 1.72 / N15/ 1.11 /
N14B/ 1.25 / N14A/ 1.02 / N13/ 0.63 /
N12/ 0.62 / N11/ 0.77 / N10/ 0.92 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.05 / N5/ 1.02 / N4/ 1.12 /
N3/ 0.75 / N2/ 0.74 / N1/ 0.75 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.39 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.12 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.43 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.37 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.08 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.86/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 6899
Total number of time steps during simulation.... 5318
Ratio of actual # of time steps / NTCYC......... 1.231
Average number of iterations per time step...... 1.297
Average time step size(seconds)................ 4.062
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.698
Average minimum implicit time step (sec)........ 1.356
Average minimum junction time step (sec)........ 1.356
Average Courant Factor Tf....................... 1.356
Number of times omega reduced................... 54
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.08 5754 0 5 0 0 0
N53 0 1.10 5835 0 5 0 0 0
N52 0 1.18 6287 0 8 0 0 0
N38 0 1.10 5834 0 8 0 0 0
N51 0 1.06 5624 1 8 0 0 0
N48 0 1.21 6457 1 22 1 0 0
N50 0 1.24 6596 1 25 1 1 0
N47 0 1.31 6962 0 12 1 0 0
N46 0 1.35 7160 1 13 1 0 0
N45 0 1.48 7864 1 16 1 0 0
N43 0 1.09 5791 0 5 0 0 0
N42 0 1.24 6586 0 8 0 0 0
N37 0 1.08 5768 0 5 0 0 0
N36 0 1.53 8113 0 11 2 0 0
N35 0 1.30 6893 2 15 1 0 0
N34 0 1.24 6590 0 15 1 0 0
N31 0 1.13 6016 0 8 0 0 0
N30 0 1.53 8139 2 20 4 0 0
N29 0 1.36 7213 0 7 0 0 0
N28 0 1.13 6013 2 7 0 0 0
N27 0 1.40 7454 1 10 1 0 0
N26 0 1.26 6714 0 6 0 0 0
N25 0 1.24 6582 0 6 0 0 0
N24 0 1.33 7080 0 7 0 0 0
N23 0 1.23 6529 0 7 0 0 0
N22 0 1.46 7745 8 17 1 0 0
N21 0 1.21 6434 1 21 1 0 0
N20 0 1.25 6658 1 10 1 0 0
N19 0 1.41 7474 0 28 1 1 0
N18 0 1.58 8379 0 9 0 0 0
N17 0 1.74 9244 0 14 1 0 0
N16 0 1.54 8193 2 14 9 0 0
N15 0 1.29 6885 0 7 0 0 0
N14B 0 1.67 8875 1 35 3 1 0
N14A 0 1.58 8423 5 15 14 0 0
N13 0 1.46 7775 0 7 0 0 0
N12 0 1.37 7303 0 7 0 0 0
N11 0 1.48 7873 0 13 2 0 0
N10 0 1.13 6003 1 7 0 0 0
N9 0 1.25 6656 0 6 0 0 0
N8 0 1.34 7128 2 8 0 0 0
N7 0 1.16 6182 1 11 1 0 0
N6 0 1.41 7492 7 9 0 0 0
N5 0 1.13 6012 0 20 2 0 0
N4 0 1.49 7932 2 18 2 0 0
N3 0 1.68 8927 1 9 0 0 0
N2 0 1.63 8673 0 7 0 0 0
N1 0 1.52 8077 10 15 2 0 0
Total number of iterations for all junctions.. 340197
Minimum number of possible iterations......... 255264
Efficiency of the simulation.................. 1.33
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.1000 8.9216 0 15 0.0000 1.0784 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5220 0 15 0.0000 1.4780 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0281 0 17 0.0000 2.9719 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0778 0 20 0.0000 3.9222 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8302 0 3 0.0000 5.1698 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6444 0 15 0.0000 5.3556 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7485 0 17 0.0000 4.2515 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6777 0 16 0.0000 5.3223 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0849 0 17 0.0000 5.9151 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6168 0 17 0.0000 6.3832 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2204 0 15 0.0000 0.7796 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3259 0 16 0.0000 2.6741 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0636 0 15 0.0000 2.9364 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8373 0 18 0.0000 4.1627 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2796 0 17 0.0000 5.7204 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1719 0 19 0.0000 5.8281 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5216 0 15 0.0000 2.4784 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8371 0 18 0.0000 4.1629 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5284 0 15 0.0000 3.4716 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3767 0 15 0.0000 1.6233 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7258 0 15 0.0000 3.2742 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6931 0 15 0.0000 3.3069 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6589 0 16 0.4139 4.3411 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.0884 0 19 0.7784 5.9116 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8246 0 15 0.0000 5.1754 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5076 0 19 0.0000 6.4924 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0541 0 17 0.0000 6.9459 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0210 0 13 0.0000 2.9790 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0065 0 14 0.0000 3.9935 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1996 0 15 0.0000 6.8004 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0530 0 17 0.0000 6.9470 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0625 0 17 0.6625 6.9375 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3207 0 17 0.2857 7.6793 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0541 0 17 0.0000 6.9459 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6188 0 18 0.0000 7.3812 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4877 0 18 0.0000 7.5123 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2980 0 20 0.0000 7.7020 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1132 0 21 0.0000 7.8868 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.5156 0 15 0.0000 5.4844 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5154 0 15 0.0000 6.4846 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0400 0 15 0.0000 6.9600 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0256 0 15 0.0000 4.9744 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5524 0 15 0.0000 5.4476 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3156 0 15 0.0000 5.6844 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8164 0 15 0.0000 7.1836 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8514 0 17 0.0000 8.1486 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7934 0 16 0.0000 8.2066 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6751 0 16 0.0000 8.3249 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
5453 8.2971 1.2441 200.0000 0.0944 0 15 0.1765 0 14 0.0114 8.9216 7.0281 .1079 .1406
5047 2.8812 1.4600 200.0000 0.2751 0 17 0.4588 0 18 0.0955 5.7485 4.6777 .2425 .3885
5114b 3.5733 1.8108 200.0000 0.1384 0 3 0.4896 0 3 0.0387 4.8302 3.0541 .1510 .2706
4342 10.3858 1.3631 200.0000 0.0985 0 15 0.1762 0 15 0.0095 9.2204 7.3259 .1020 .1297
3736 14.9983 3.6090 400.0000 0.1132 0 15 0.7438 0 8 0.0075 7.0636 5.8371 .1591 .7929
3534 5.8173 1.4765 400.0000 0.3739 0 18 0.5186 0 17 0.0643 4.2796 4.1719 .1991 .1796
3422 6.0122 1.5213 400.0000 0.3551 0 19 0.4178 0 18 0.0591 4.1719 3.5076 .1796 .2691
3130 13.5508 2.2744 300.0000 0.1707 0 15 0.3813 0 12 0.0126 7.5216 5.8371 .0718 .4572
3024 0.4621 2.9058 450.0000 0.4521 0 26 2.9597 0 27 0.9783 5.8371 4.0884 3.638 2.729
3036 6.7857 1.4251 400.0000 0.2634 0 17 -0.1833 0 37 0.0388 5.8371 5.8373 .5429 .7933
2827 15.5945 3.7524 400.0000 0.1963 0 15 1.0042 0 15 0.0126 8.3767 6.7761 .1918 .1904
2726 18.5574 3.1124 300.0000 0.3144 0 15 0.1646 0 12 0.0169 6.7258 6.6931 .0859 .6437
2629 2.4524 0.5150 400.0000 0.2950 0 15 0.3280 0 15 0.1203 6.6931 6.5284 .4828 .3210
2930 11.6053 2.4373 400.0000 0.5849 0 15 0.9117 0 12 0.0504 6.5284 5.8371 .3210 .5429
2725 0.2218 2.0080 375.0000 0.2605 0 7 2.3946 0 7 1.1746 6.7258 5.6589 3.668 2.103
2524 0.2779 2.5163 375.0000 0.2545 0 8 2.4503 0 7 0.9156 5.6590 4.0884 2.104 3.275
2422 0.8401 2.9711 600.0000 0.6540 0 8 2.3046 0 8 0.7786 4.0884 3.5076 2.497 2.746
L575 4.4056 1.1111 300.0000 0.2970 0 15 0.4790 0 15 0.0674 4.8246 3.5076 .4153 .3588
2117 10.3655 2.0976 500.0000 0.1845 0 14 0.4469 0 13 0.0178 3.0541 3.0530 .1081 .2060
1714B 8.1188 0.9553 500.0000 -0.3572 0 23 -0.3221 0 24 -0.0440 3.0530 3.0541 .4060 .5083
1716 3.1532 3.6415 1050.000 2.0458 0 15 2.3332 0 15 0.6488 3.0530 3.0626 1.241 1.631
1615 0.7725 1.7486 750.0000 1.2100 0 17 2.7231 0 17 1.5663 3.0624 2.3206 2.296 1.480
1614A 0.7872 1.7819 750.0000 0.8418 0 15 1.8983 0 15 1.0693 3.0624 2.6188 1.883 1.358
4514B 28.0567 3.5017 450.0000 0.5117 0 17 0.9909 0 12 0.0182 3.6168 3.0541 .2595 .4536
4515 0.1942 2.7467 300.0000 0.1740 0 36 2.4320 0 36 0.8960 3.6168 2.3206 3.722 3.702
1502 0.6052 1.1322 825.0000 1.3645 0 17 2.6858 0 13 2.2545 2.3207 1.7934 1.346 .9011
14A13 16.6072 0.8411 1700.000 -1.2635 0 18 -0.4491 0 17 -0.0761 2.6188 2.4877 .4464 .5222
1312 15.7543 0.6101 1400.000 1.2624 0 18 0.4363 0 17 0.0801 2.4877 2.2980 .4484 .4414
1211 22.0747 0.6694 1700.000 1.2202 0 20 0.2703 0 12 0.0553 2.2980 2.1132 .3635 .4548
1103 34.9730 0.7240 2000.000 1.3378 0 22 0.3942 0 28 0.0383 2.1132 1.8514 .3866 .3757
0912 7.4604 1.8954 400.0000 0.0340 0 15 0.0295 0 15 0.0046 3.5154 2.2980 .0384 .7449
0908 0.1628 1.4741 375.0000 0.1336 0 12 1.1970 0 12 0.8208 3.5154 3.0400 2.707 2.773
0811 6.0914 1.5476 400.0000 0.1302 0 16 0.3400 0 16 0.0214 3.0400 2.1132 .0999 .2831
0804 0.2208 1.3886 450.0000 0.2457 0 18 1.5357 0 18 1.1125 3.0400 2.8164 2.311 2.480
0201 142.3584 2.9703 2000.000 3.5884 0 16 1.3683 0 25 0.0252 1.7934 1.6751 .3717 .3726
5248 8.1651 1.4277 200.0000 0.1416 0 17 0.2849 0 17 0.0173 7.0281 4.8212 .1406 .1062
4845 2.5500 1.2922 200.0000 0.2101 0 15 0.3027 0 8 0.0824 4.6444 3.6168 .2219 .5839
4250 11.5986 1.2184 200.0000 0.2055 0 16 0.1581 0 15 0.0177 7.3259 5.7485 .1297 .2425
5338 8.7547 1.3127 200.0000 0.1047 0 15 0.0887 0 14 0.0120 8.5220 6.0778 .1098 .3888
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0778 4.8196 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1817 0 16 0.8493 0 15 0.0105 4.6777 4.0849 .1943 .2122
4746u 0.1498 2.1194 300.0000 0.1017 0 15 1.4232 0 6 0.6789 4.6777 4.0849 3.592 3.616
4645o 15.8729 2.3953 400.0000 0.1831 0 17 0.5311 0 17 0.0115 4.0849 3.6168 .2122 .2920
4645u 0.1105 1.5637 300.0000 0.0989 0 16 1.3767 0 16 0.8949 4.0849 3.6168 3.616 3.722
3836o 9.9729 2.0945 400.0000 0.1241 0 20 0.1693 0 3 0.0124 6.0778 5.8373 .1944 .7933
3635o 35.6736 2.3986 400.0000 0.3572 0 18 0.4572 0 18 0.0100 5.8373 5.2655 .1683 .1636
2217o 14.0423 2.7133 500.0000 0.1576 0 20 0.7982 0 20 0.0112 3.5076 3.0569 .2153 .2138
2217u 0.6241 1.4127 750.0000 1.0048 0 24 2.2625 0 24 1.6099 3.5076 3.0530 2.196 1.737
2019o 11.6942 3.9474 300.0000 0.1219 0 14 0.6509 0 14 0.0104 7.0210 6.0185 .0700 .0615
2019u 0.6375 4.0085 450.0000 0.4161 0 16 2.6013 0 16 0.6527 7.0210 6.0065 2.268 3.347
1918o 18.5045 3.0423 400.0000 0.0007 0 14 0.0013 0 14 0.0000 6.0081 3.1996 .0203 .4989
1918u 0.9440 3.3387 600.0000 0.8457 0 14 2.9656 0 14 0.8959 6.0081 3.1996 2.513 2.165
1817o 9.1593 1.0777 500.0000 0.6114 0 15 0.5735 0 16 0.0667 3.1996 3.0941 .3991 .2883
1817u 0.5070 1.7932 600.0000 0.6064 0 10 2.1357 0 10 1.1960 3.1996 3.0530 2.165 2.171
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5156 3.5154 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1756 0 15 1.6359 0 7 0.7270 4.5156 3.5154 2.441 2.707
0706o 7.2322 2.5895 300.0000 0.0701 0 15 0.3132 0 13 0.0097 5.0256 4.5524 .0852 .1746
0706u 0.1248 1.7661 300.0000 0.0875 0 9 1.2188 0 9 0.7005 5.0256 4.5524 3.418 3.508
0604o 9.6606 3.5628 300.0000 0.3189 0 15 0.9753 0 15 0.0330 4.5524 2.8520 .1746 .1732
0604u 0.3116 2.8210 375.0000 0.3085 0 20 2.7737 0 20 0.9902 4.5524 2.8164 2.806 2.977
0504o 8.6316 3.1840 300.0000 0.0376 0 15 0.4430 0 15 0.0044 4.3156 2.8164 .0519 .0546
0504u 0.1541 2.1802 300.0000 0.1344 0 11 1.8758 0 11 0.8719 4.3156 2.8164 3.385 3.721
0403o 9.0589 2.2976 400.0000 0.0287 0 15 0.2379 0 15 0.0032 2.8164 2.0074 .0409 .0185
0403u 1.9283 4.3647 750.0000 1.1757 0 14 2.7549 0 14 0.6097 2.8164 1.8514 1.488 1.001
0302o 2.9365 0.3239 300.0000 0.0278 0 17 0.1371 0 17 0.0095 1.8514 1.8198 .1047 .0326
0302u 3.2556 3.6173 600.0000 0.7008 0 17 0.7700 0 17 0.2153 1.8514 1.7934 1.252 1.239
14a14bo 75.9084 3.3944 500.0000 0.3539 0 17 0.3655 0 16 0.0047 3.0541 2.6188 .1283 .2377
14a14bu 0.1368 1.9347 300.0000 0.1438 0 32 2.0089 0 32 1.0514 3.0541 2.6188 4.180 3.396
FREE # 1 Undefnd Undefnd Undefn 3.6152 0 16
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 359.8333 0.0000 0.0000 0.0157 0.5454 0.0043
5047 2.8889 17.1389 0.0000 339.9722 0.0607 0.6035 0.0287
5114b 3.6944 10.6944 0.0000 345.6111 0.0323 0.3194 0.0140
4342 0.1667 359.8333 0.0000 0.0000 0.0141 0.5612 0.0041
3736 0.1667 30.1875 0.0000 329.6458 0.1007 1.3598 0.0384
3534 3.2222 356.7778 0.0000 0.0000 0.0730 0.7267 0.0378
3422 3.2222 12.2500 0.0000 344.5278 0.0861 0.8599 0.0369
3130 0.1667 25.5556 0.0000 334.2778 0.0690 1.3839 0.0092
3024 0.1667 18.6518 0.0000 341.1815 0.1304 0.1639 3.3268
3036 6.8333 26.2361 326.9306 0.0000 0.1329 2.2477 0.0321
2827 0.1667 0.0000 0.0000 359.8333 0.0376 0.1956 0.0767
2726 347.5000 12.5000 0.0000 0.0000 0.0989 1.9920 0.0171
2629 0.2500 359.7500 0.0000 0.0000 0.0853 0.9007 0.0526
2930 0.2500 25.8333 0.0000 333.9167 0.0838 0.9206 0.1158
2725 0.1667 359.8333 0.0000 0.0000 0.1089 0.1139 2.1224
2524 0.1667 31.2976 0.0000 328.5357 0.1118 0.1149 1.9594
2422 0.1667 359.8333 0.0000 0.0000 0.1744 0.2906 3.2582
L575 0.1667 7.5000 0.0000 352.3333 0.0554 0.6201 0.0523
2117 2.0833 10.4167 0.0000 347.5000 0.0749 0.7467 0.0188
1714B 337.6111 11.8333 10.5556 0.0000 0.0999 1.9844 0.0532
1716 0.1667 357.2778 0.0000 2.5556 0.2938 0.8902 3.5090
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 3.8504
1614A 3.5000 39.5000 317.0000 0.0000 0.2282 0.4614 2.2449
4514B 328.5944 19.6944 0.0000 11.7111 0.0735 1.1280 0.0877
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3940
1502 0.1667 359.8333 0.0000 0.0000 0.2345 0.5227 2.4196
14A13 118.2083 241.7917 0.0000 0.0000 0.3392 2.8220 0.3686
1312 118.1667 241.8333 0.0000 0.0000 0.3102 2.9300 0.2672
1211 4.8333 355.1667 0.0000 0.0000 0.3139 4.9207 0.1727
1103 0.1667 359.8333 0.0000 0.0000 0.3489 3.9725 0.2622
0912 353.9722 6.0278 0.0000 0.0000 0.1179 1.2188 0.0038
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2153
0811 352.3611 3.3056 0.0000 4.3333 0.0449 0.4452 0.0131
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1646 1.3250
0201 0.1667 359.8333 0.0000 0.0000 0.3533 3.4976 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0167 0.4992 0.0070
4845 3.3889 31.2361 0.0000 325.3750 0.0751 0.7511 0.0223
4250 0.1667 357.1111 0.0000 2.7222 0.0268 1.3382 0.0057
5338 0.1667 357.0833 0.0000 2.7500 0.0369 1.2896 0.0040
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 342.1944 15.0792 0.0000 2.7264 0.0398 0.2239 0.0662
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5227
4645o 341.5833 18.4167 0.0000 0.0000 0.0494 0.3453 0.0535
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5129
3836o 2.9444 357.0556 0.0000 0.0000 0.0918 1.5156 0.0164
3635o 342.1944 0.0000 0.0000 17.8056 0.0293 0.7833 0.0303
2217o 347.6389 5.2222 0.0000 7.1389 0.0528 0.1976 0.0856
2217u 0.1667 359.8333 0.0000 0.0000 0.2138 0.4523 3.1105
2019o 357.4028 0.0000 0.0000 2.5972 0.0192 0.1894 0.0123
2019u 0.1667 359.8333 0.0000 0.0000 0.1348 0.1634 2.6222
1918o 358.8917 1.1083 0.0000 0.0000 0.0377 0.5801 0.0001
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.1399
1817o 345.3056 0.0000 0.0000 14.6944 0.0819 1.0690 0.0983
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2964 2.1864
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1139 1.5181
0706o 350.4097 9.5903 0.0000 0.0000 0.0322 0.2265 0.0120
0706u 0.1667 359.8333 0.0000 0.0000 0.0899 0.0727 1.2420
0604o 348.1389 0.0000 0.0000 11.8611 0.0434 0.3272 0.0509
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6336
0504o 354.7778 1.5833 0.0000 3.6389 0.0147 0.0857 0.0069
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.8333
0403o 357.4917 0.0000 0.0000 2.5083 0.0123 0.1209 0.0028
0403u 0.1667 359.8333 0.0000 0.0000 0.2229 0.4537 2.4320
0302o 353.8611 0.0000 0.0000 6.1389 0.0190 0.2029 0.0028
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.5749
14a14bo 346.8472 11.1667 0.0000 1.9861 0.0412 1.2539 0.0276
14a14bu 3.6667 356.3333 0.0000 0.0000 0.0852 0.0727 1.8886
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
5453 0.0042 91.6386 0.0002 0.9989 0.1576 0.0035 0.0972 2.9333
5047 0.0163 351.3915 0.0008 0.9829 1.0734 0.0101 0.1002 0.0350
5114b 0.0029 62.1248 0.0007 0.9776 1.0227 0.0036 0.0350 0.0350
4342 0.0041 89.0975 0.0003 0.9989 0.1863 0.0028 0.0856 2.9333
3736 0.0044 94.0292 0.0003 0.9989 0.9893 0.0172 0.2037 1.3037
3534 0.0078 169.1350 0.0009 0.9804 0.1916 0.0069 0.0682 0.0350
3422 0.0081 175.5409 0.0009 0.9804 0.4485 0.0077 0.0765 0.0450
3130 0.0062 134.3400 0.0004 0.9989 0.9008 0.0096 0.1928 2.2815
3024 0.0459 990.8853 0.0016 0.9989 1.5056 0.0460 0.0425 0.8474
3036 -0.0102 -221.0116 0.0021 0.9630 0.0025 0.0471 0.4981 0.0203
2827 0.0073 158.1134 0.0005 0.9989 1.3131 0.0068 0.0228 1.3037
2726 0.0053 114.0918 0.0007 0.0923 0.0269 0.0298 0.1305 0.0200
2629 0.0071 154.0212 0.0007 0.9989 0.1647 0.0161 0.0834 2.2815
2930 0.0192 413.9416 0.0016 0.9989 0.7026 0.0171 0.1240 1.3037
2725 0.0150 324.0732 0.0007 0.9989 1.2317 0.0278 0.0210 0.8474
2524 0.0148 319.2727 0.0008 0.9985 1.7443 0.0265 0.0199 0.6982
2422 0.0609 1315.8308 0.0022 0.9989 0.8808 0.0613 0.0741 0.8474
L575 0.0109 236.3621 0.0007 0.9989 0.5997 0.0104 0.0750 2.9333
2117 0.0063 135.6006 0.0006 0.9889 0.9184 0.0074 0.0737 0.0200
1714B -0.0089 -192.2083 0.0011 0.1642 0.0001 0.0118 0.1728 0.0206
1716 0.1478 3192.4594 0.0055 0.9989 1.0662 0.0857 0.1819 Section 4
0.8474
1615 0.1074 2319.5256 0.0041 0.9989 0.5649 0.0823 0.1310 0.8474
1614A 0.0405 875.2911 0.0029 0.9786 0.0824 0.0624 0.1045 0.0130
4514B 0.0204 439.8338 0.0013 0.2191 0.1539 0.0095 0.1046 0.0207
4515 0.0220 475.6885 0.0007 0.9989 0.5721 0.0393 0.0257 0.8474
1502 0.1295 2797.6709 0.0049 0.9989 0.7532 0.0886 0.1336 0.8474
14A13 -0.0557 -1203.031 0.0032 0.7168 0.0018 0.0786 0.4175 0.1238
1312 0.0559 1206.5346 0.0031 0.7166 0.0433 0.0529 0.4164 0.1237
1211 0.0557 1203.8528 0.0028 0.9722 0.0296 0.0569 0.6654 0.1241
1103 0.0713 1539.4932 0.0031 0.9989 0.1447 0.0802 0.6054 8.1481
0912 0.0003 6.1774 0.0001 0.0457 0.0021 0.0172 0.1765 0.0450
0908 0.0063 136.2071 0.0004 0.9989 0.6562 0.0240 0.0167 0.9126
0811 0.0011 24.0526 0.0003 0.0570 0.0315 0.0042 0.0420 0.0450
0804 0.0111 240.3646 0.0008 0.9989 0.5240 0.0319 0.0277 0.8474
0201 0.2627 5674.0931 0.0128 0.9989 0.5375 0.0927 0.5703 2.6074
5248 0.0088 189.3484 0.0004 0.9989 0.6698 0.0038 0.0937 2.9333
4845 0.0127 274.0245 0.0006 0.9795 0.9172 0.0131 0.1303 0.0350
4250 0.0099 213.5783 0.0007 0.9989 0.2428 0.0050 0.2198 2.9333
5338 0.0047 101.0894 0.0002 0.9989 0.0470 0.0110 0.3555 2.9333
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 0.0111 0.0450
4746o 0.0046 100.0320 0.0004 0.1313 0.1112 0.0039 0.0179 0.0207
4746u 0.0185 400.5933 0.0004 0.9989 1.2247 0.0257 0.0179 0.8474
4645o 0.0049 105.6988 0.0004 0.1369 0.0605 0.0061 0.0348 0.0207
4645u 0.0184 396.3971 0.0004 0.9989 0.6672 0.0278 0.0196 0.9126
3836o 0.0118 254.8019 0.0004 0.9825 0.0523 0.0406 0.3972 0.0202
3635o 0.0065 140.3726 0.0008 0.1314 0.0781 0.0026 0.0416 0.0350
2217o 0.0027 59.1112 0.0004 0.0918 0.0638 0.0035 0.0108 0.0207
2217u 0.0817 1765.4947 0.0036 0.9989 0.7504 0.0727 0.1054 0.8474
2019o 0.0007 14.1314 0.0002 0.0192 0.0291 0.0003 0.0030 0.0200
2019u 0.0195 421.9649 0.0012 0.9989 1.7483 0.0327 0.0220 0.8474
1918o 0.0000 0.0177 0.0000 0.0079 0.0000 0.0033 0.0373 0.0206
1918u 0.0361 780.2835 0.0026 0.9989 1.1264 0.0445 0.0451 0.8474
1817o 0.0121 261.3129 0.0014 0.1104 0.0511 0.0066 0.0644 0.0205
1817u 0.0338 730.4626 0.0024 0.9989 0.6428 0.0539 0.0628 0.8474
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0010 0.0247
1009u 0.0065 141.3764 0.0005 0.9989 1.1194 0.0209 0.0129 0.9126
0706o 0.0010 21.0871 0.0002 0.0703 0.0405 0.0017 0.0111 0.0208
0706u 0.0050 107.7190 0.0003 0.9989 0.6412 0.0216 0.0122 0.8474
0604o 0.0051 110.1165 0.0007 0.0871 0.1167 0.0024 0.0168 0.0204
0604u 0.0198 427.2805 0.0009 0.9989 1.4076 0.0295 0.0211 0.8474
0504o 0.0004 8.0142 0.0001 0.0391 0.0453 0.0005 0.0025 0.0204
0504u 0.0060 129.5445 0.0003 0.9989 0.6312 0.0218 0.0121 0.8474
0403o 0.0001 2.4720 0.0001 0.0181 0.0178 0.0002 0.0014 0.0450
0403u 0.0549 1184.8111 0.0031 0.9989 2.5512 0.0531 0.0728 0.8474
0302o 0.0002 5.0503 0.0001 0.0472 0.0229 0.0006 0.0059 0.0293
0302u 0.1265 2732.6775 0.0024 0.9989 0.1282 0.0810 0.2254 0.4563
14a14bo 0.0056 120.5433 0.0009 0.0995 0.0429 0.0026 0.0581 0.0350
14a14bu 0.0095 206.1783 0.0005 0.9774 0.1722 0.0315 0.0208 0.0130
FREE # 1 0.2628 5675.6068
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
5453 0.0944 0.0000 1.0534 0.0174 0.0212 8.9216 7.0272 Max Flow
5047 0.2751 0.0000 0.5058 0.0430 0.0485 5.7485 4.6769 Max Flow
5114b 0.0753 0.0000 1.5243 0.0180 0.0193 4.8196 3.0218 Max Flow
4342 0.0985 0.0000 1.0141 0.0171 0.0199 9.2204 7.3258 Max Flow
3736 0.1131 0.0000 0.0052 0.0744 0.0636 7.0636 5.7997 Max Flow
3534 0.3739 0.0000 0.1075 0.0527 0.0752 4.2787 4.1679 Max Flow
3422 0.3551 0.0000 0.3690 0.0510 0.0716 4.1718 3.5059 Max Flow
3130 0.1706 0.0000 0.0719 0.0192 0.0211 7.5216 5.7997 Max Flow
3024 0.4520 1.3145 1.1753 0.4295 0.3602 5.8109 3.2756 Max Flow
3036 0.2628 0.0000 0.0020 0.1035 0.1208 5.8339 5.8324 Max Flow
2827 0.1961 0.0000 1.6017 0.0931 0.0761 8.3766 6.7761 Max Flow
2726 0.3142 0.0000 0.0022 0.0292 0.0256 6.7258 6.6902 Max Flow
2629 0.2949 0.0000 0.1575 0.1086 0.1813 6.6931 6.5282 Max Flow
2930 0.5848 0.0000 0.2821 0.1411 0.1284 6.5284 5.8091 Max Flow
2725 0.2602 0.8509 0.6061 0.3505 0.3750 6.7039 5.2142 Max Flow
2524 0.2527 0.4718 1.5163 0.3484 0.2807 5.2692 3.1939 Max Flow
2422 0.6477 0.2760 0.4309 0.5183 0.3955 3.5072 2.8107 Max Flow
L575 0.2970 0.0000 1.3210 0.0938 0.1117 4.8246 3.4938 Max Flow
2117 0.1834 0.0000 0.0515 0.0322 0.0428 3.0439 2.9914 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8430 2.8430 Max Flow
1716 2.0458 -0.1696 0.1641 0.8137 0.6161 3.0392 3.0346 Max Flow
1615 1.2090 0.4210 0.3147 0.6641 0.7500 3.0545 2.3176 Max Flow
1614A 0.8415 0.4101 0.0567 0.5685 0.6828 3.0369 2.5676 Max Flow
4514B 0.5117 0.0000 0.0828 0.1474 0.1164 3.6168 3.0541 Max Flow
4515 0.1740 0.6475 1.0113 1.0306 0.2219 3.5308 1.8677 Max Flow
1502 1.3645 -0.2120 0.7625 0.6986 0.8250 2.3194 1.7932 Max Flow
14A13 0.0163 0.0000 0.0082 0.0717 0.1361 2.0005 1.9894 Max Flow
1312 1.2585 0.0000 0.1945 0.3762 0.6301 2.4875 2.2915 Max Flow
1211 1.2202 0.0000 0.1690 0.3826 0.6176 2.2980 2.1067 Max Flow
1103 1.3378 0.0000 0.2994 0.3162 0.7819 2.1119 1.8062 Max Flow
0912 0.0339 0.0000 0.0018 0.0087 0.0149 3.5153 2.2420 Max Flow
0908 0.1336 0.1592 0.3297 0.2696 0.2586 3.5022 3.0133 Max Flow
0811 0.1283 0.0000 0.9178 0.0253 0.0380 3.0385 2.0408 Max Flow
0804 0.2443 0.2128 0.3626 0.3476 0.4500 3.0026 2.4154 Max Flow
0201 3.5881 0.0000 0.1201 0.5449 0.7430 1.7932 1.6730 Max Flow
5248 0.1403 0.0000 2.2048 0.0212 0.0249 7.0281 4.8212 Max Flow
4845 0.2101 0.0000 0.1938 0.0359 0.0443 4.6444 3.6122 Max Flow
4250 0.2055 0.0000 0.3592 0.0207 0.0257 7.3259 5.7473 Max Flow
5338 0.1046 0.0000 0.1040 0.0180 0.0216 8.5220 6.0695 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.1817 0.0000 0.4961 0.0892 0.0775 4.6777 4.0838 Max Flow
4746u 0.1017 0.3330 0.2677 0.2468 0.1813 4.6717 4.0709 Max Flow
4645o 0.1831 0.0000 0.2052 0.0895 0.0846 4.0849 3.6167 Max Flow
4645u 0.0989 0.0821 0.3869 0.2437 0.2216 4.0827 3.6138 Max Flow
3836o 0.1241 0.0000 0.0029 0.0766 0.0776 6.0778 5.8349 Max Flow
3635o 0.3570 0.0000 0.5661 0.0655 0.0662 5.8373 5.2655 Max Flow
2217o 0.1576 0.0000 0.4494 0.1112 0.1069 3.5076 3.0569 Max Flow
2217u 1.0045 0.2578 0.2819 0.6168 0.7500 3.4314 2.8885 Max Flow
2019o 0.1167 0.0000 1.0118 0.0243 0.0179 7.0190 6.0179 Max Flow
2019u 0.4150 1.1628 0.6281 0.4216 0.2646 6.9984 5.2008 Max Flow
1918o 0.0006 0.0000 0.0000 0.0042 0.0036 6.0065 3.1841 Max Flow
1918u 0.8457 0.7613 2.0513 0.5613 0.4436 6.0029 3.1890 Max Flow
1817o 0.6109 0.0000 0.0860 0.1441 0.1990 3.1996 3.0941 Max Flow
1817u 0.6048 0.1921 0.2116 0.5046 0.6000 3.0222 2.6212 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1755 0.4283 0.5694 0.3068 0.2372 4.5156 3.5147 Max Flow
0706o 0.0700 0.0000 0.1303 0.0258 0.0254 5.0256 4.5520 Max Flow
0706u 0.0874 0.2566 0.2381 0.2303 0.1851 5.0088 4.5138 Max Flow
0604o 0.3189 0.0000 1.6986 0.0664 0.0520 4.5524 2.8520 Max Flow
0604u 0.3083 0.5251 1.7380 1.0059 0.3042 4.5059 2.2380 Max Flow
0504o 0.0376 0.0000 1.4836 0.0168 0.0150 4.3156 2.8157 Max Flow
0504u 0.1340 0.5861 1.1793 0.2735 0.2165 4.2999 2.5213 Max Flow
0403o 0.0287 0.0000 0.8074 0.0074 0.0104 2.8164 2.0074 Max Flow
0403u 1.1757 0.7981 0.2112 0.6579 0.4230 2.8041 1.7567 Max Flow
0302o 0.0277 0.0000 0.0300 0.0097 0.0296 1.8514 1.8197 Max Flow
0302u 0.7006 0.0570 0.0023 0.2811 0.1697 1.8508 1.7928 Max Flow
14a14bo 0.3539 0.0000 0.0722 0.0670 0.0638 3.0541 2.6167 Max Flow
14a14bu 0.1438 0.4618 0.2156 0.2784 0.2630 2.9103 2.2284 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
5453 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 8.5000 348.6667 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 14.0000 342.3333 3.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.0000 358.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.5000 356.3333 3.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 15.0000 341.8333 3.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 6.6667 353.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 353.1667 6.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 67.5000 242.8333 49.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 344.6667 0.0000 2.0000 0.0000 12.1667 0.0000 None
2524 0.3333 0.6667 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 338.3333 0.5000 0.0000 13.3333 6.6667 0.0000 None
L575 14.0000 345.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 27.3333 330.6667 2.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 22.5000 337.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 321.0000 11.1667 0.0000 13.3333 13.3333 0.0000 None
1615 0.3333 271.3333 0.6667 3.8333 23.8333 0.0000 60.0000 0.0000 None
1614A 0.0000 325.3333 0.0000 15.8333 16.5000 2.3333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 256.8333 103.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 241.8333 118.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.6667 238.1667 118.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 355.3333 4.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 6.0000 354.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 347.1667 0.8333 0.0000 8.0000 2.8333 0.0000 None
0811 1.8333 5.8333 352.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 307.8333 30.8333 0.0000 13.5000 0.0000 7.8333 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 20.0000 339.6667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 3.8333 352.8333 3.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 1.5000 358.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 329.0000 1.1667 0.0000 19.0000 9.6667 0.0000 None
4645o 0.0000 2.5000 357.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 325.1667 0.8333 0.0000 31.8333 1.0000 0.0000 None
3836o 0.0000 357.1667 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 7.0000 10.8333 342.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.8333 2.5000 356.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 270.3333 74.0000 0.1667 0.0000 15.5000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 357.8333 0.0000 0.0000 0.0000 1.1667 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 7.3333 7.3333 345.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.8333 315.5000 1.3333 4.5000 12.0000 24.8333 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 4.8333 355.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 345.8333 0.1667 0.0000 12.3333 0.5000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 1.0000 1.5000 357.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 346.0000 0.0000 0.0000 0.0000 12.8333 0.0000 None
0302o 1.8333 4.3333 353.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 231.0000 114.8333 0.0000 10.5000 2.5000 0.0000 None
14a14bo 0.5000 3.3333 356.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 322.5000 6.1667 0.0000 29.6667 1.6667 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 351.3889 352.7222 0.0000 0.0000
5047 15.0278 15.0556 0.0000 0.0000
5114b 9.9167 9.9167 324.4917 0.0000
4342 351.5952 352.7897 1.1944 0.0000
3736 30.1875 30.1875 147.8681 0.0000
3534 347.2639 347.2639 0.0833 0.0000
3422 10.9792 10.9792 313.0278 0.0000
3130 25.2083 25.2361 163.7083 0.0000
3024 0.0000 0.0000 327.5306 0.0000
3036 0.0000 8.5833 0.0000 0.0000
2827 0.1875 1.1875 29.1389 0.0000
2726 352.6250 352.6250 0.0000 0.0000
2629 9.4444 9.6389 0.0000 0.0000
2930 25.5000 25.8056 0.0000 0.0000
2725 0.0000 0.0000 341.2917 0.0000
2524 13.6468 13.6587 341.6944 0.0000
2422 323.9167 338.6319 64.4861 0.0000
L575 5.7778 5.7778 0.0000 0.0000
2117 3.2222 9.9722 325.3778 0.0000
1714B 0.0000 1.0556 0.0000 0.0000
1716 270.9444 276.1944 300.4861 0.0000
1615 249.0347 320.5278 0.0000 0.0000
1614A 0.0000 7.2583 0.0000 0.0000
4514B 19.5833 340.6917 324.1944 0.0000
4515 315.6389 318.8611 19.9722 0.0000
1502 1.3333 1.8056 32.9583 0.0000
14A13 319.8333 320.0833 0.0000 0.0000
1312 331.4708 339.2500 0.2917 0.0000
1211 351.0417 351.0952 0.0000 0.0000
1103 47.8333 59.1944 0.0000 0.0000
0912 348.3056 348.3056 0.0000 0.0000
0908 343.9236 346.9167 0.0278 0.0000
0811 343.9167 343.9167 0.0000 0.0000
0804 335.7520 346.3889 0.0000 0.0000
0201 8.7302 12.9760 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 29.6528 29.6806 0.0000 0.0000
4250 67.5278 67.5278 0.0000 0.0000
5338 357.0833 359.8333 2.7500 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 344.5556 344.6667 0.0000 0.0000
4746u 0.9167 321.3889 325.9583 0.0000
4645o 349.2222 349.2222 0.0000 0.0000
4645u 324.7917 324.8333 5.5833 0.0000
3836o 357.0556 357.0556 0.0000 0.0000
3635o 0.0000 0.0000 328.0556 0.0000
2217o 4.9236 5.0556 335.2222 0.0000
2217u 0.0000 0.0000 8.4861 0.0000
2019o 0.0278 0.0278 346.1042 0.0000
2019u 324.5639 349.9722 355.3056 0.0000
1918o 345.9417 345.9417 0.0000 0.0000
1918u 342.1389 342.3403 341.3056 0.0000
1817o 0.0000 334.8056 334.8056 0.0000
1817u 308.8333 336.2361 0.7986 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 337.5278 345.8611 303.1389 0.0000
0706o 351.1250 351.1458 0.0000 0.0000
0706u 334.4861 344.8333 3.2222 0.0000
0604o 0.1319 0.1319 351.2500 0.0000
0604u 341.5625 344.4583 345.0000 0.0000
0504o 1.1111 1.1667 5.1667 0.0000
0504u 343.8681 345.2778 3.2222 0.0000
0403o 0.0000 0.0000 343.9722 0.0000
0403u 59.7222 75.7222 323.4722 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 235.3681 343.6389 0.0417 0.0000
14a14bo 11.0972 11.0972 333.3056 0.0000
14a14bu 318.5833 321.4583 0.2917 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1605 0.1963 0.1605 0.0283 0.0377 0.0283 0.1765 0.1923 0.1765 11.6504 12.6944 11.6504 0.0242
5047 0.1335 0.4565 0.1335 0.0001 0.2749 0.0001 0.0006 0.6023 0.0006 0.0296 28.3067 0.0296 0.0615
5114b 0.1268 0.4337 0.1268 0.0000 0.1384 0.0000 0.0002 0.3191 0.0002 0.0088 15.9538 0.0088 0.0326
4342 0.1628 0.2028 0.1628 0.0312 0.0362 0.0312 0.1914 0.1784 0.1914 10.5266 9.8142 10.5266 0.0228
3736 0.0201 0.0920 0.0201 0.0017 0.1098 0.0017 0.0823 1.1945 0.0823 4.1131 59.7251 4.1131 0.2096
3534 0.0807 0.5149 0.0807 0.0000 0.3738 0.0000 0.0003 0.7260 0.0003 0.0034 7.2597 0.0034 0.0741
3422 0.0879 0.4136 0.0879 0.0001 0.3550 0.0001 0.0008 0.8584 0.0008 0.0307 34.3344 0.0307 0.0876
3130 0.0262 0.1234 0.0262 0.0000 0.1706 0.0000 0.0005 1.3829 0.0005 0.0268 76.0581 0.0268 0.0698
3036 0.0376 0.1422 0.0376 0.0101 0.2433 0.0101 0.2677 1.7110 0.2677 4.8185 30.7978 4.8185 0.2689
2827 0.0000 1.0112 0.0000 0.0000 0.1963 0.0000 0.0000 0.1941 0.0000 0.0000 9.7062 0.0000 0.0765
2726 0.0387 0.1580 0.0387 0.0000 0.3143 0.0000 0.0013 1.9895 0.0013 0.0126 19.8947 0.0126 0.1005
2629 0.0853 0.3348 0.0853 0.0010 0.2930 0.0010 0.0117 0.8752 0.0117 0.5277 39.3849 0.5277 0.1670
2930 0.0985 0.6530 0.0985 0.0013 0.5822 0.0013 0.0135 0.8916 0.0135 0.6490 42.7946 0.6490 0.1690
L575 0.0000 0.4802 0.0000 0.0000 0.2970 0.0000 0.0000 0.6186 0.0000 0.0000 37.1139 0.0000 0.1118
2117 0.0468 0.2473 0.0468 0.0000 0.1844 0.0000 0.0005 0.7457 0.0005 0.0048 7.4570 0.0048 0.0761
1714B 0.0555 0.2305 0.0555 0.0257 0.3258 0.0056 0.4632 1.4134 0.1016 12.9693 39.5765 2.8455 0.2326
4514B 0.0971 0.5683 0.0551 0.0256 0.4856 0.0005 0.2640 0.8544 0.0090 6.3354 20.5047 0.2169 0.1644
14A13 0.1559 0.4570 0.0000 0.0132 1.2502 0.0000 0.0849 2.7354 0.0000 0.8491 27.3544 0.0000 0.8866
1312 0.0000 0.4311 0.0000 0.0000 1.2624 0.0000 0.0000 2.9280 0.0000 0.0000 40.9923 0.0000 0.6216
1211 0.0000 0.2481 0.0000 0.0000 1.2202 0.0000 0.0000 4.9177 0.0000 0.0000 181.9552 0.0000 0.6887
1103 0.1204 0.3619 0.0000 0.0436 1.2942 0.0000 0.3622 3.5760 0.0000 12.6764 125.1584 0.0000 0.7514
0912 0.0038 0.0280 0.0038 0.0000 0.0340 0.0000 0.0008 1.2172 0.0008 0.0424 66.9462 0.0424 0.1242
0811 0.0396 0.2927 0.0396 0.0000 0.1302 0.0000 0.0001 0.4450 0.0001 0.0057 24.4760 0.0057 0.0454
0201 0.0782 1.1718 0.0784 0.0252 3.5546 0.0086 0.3229 3.0335 0.1098 3.2285 30.3352 1.0979 0.7441
5248 0.2615 0.3168 0.2615 0.0390 0.0636 0.0390 0.1492 0.2007 0.1492 8.6554 11.6415 8.6554 0.0251
4845 0.0820 0.2803 0.0820 0.0001 0.2100 0.0001 0.0010 0.7491 0.0010 0.0584 44.9486 0.0584 0.0764
4250 0.1493 0.1681 0.1493 0.0768 0.0519 0.0768 0.5148 0.3086 0.5148 29.8564 17.9013 29.8564 0.0359
5338 0.0788 0.0862 0.0788 0.0348 0.0350 0.0348 0.4417 0.4061 0.4417 34.4543 31.6778 34.4543 0.0456
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.8137 0.0000 0.0000 0.1817 0.0000 0.0000 0.2234 0.0000 0.0000 5.5839 0.0000 0.0810
4645o 0.0000 0.5330 0.0000 0.0000 0.1831 0.0000 0.0000 0.3435 0.0000 0.0000 11.3365 0.0000 0.1004
3836o 0.0210 0.0915 0.0210 0.0022 0.1198 0.0022 0.1027 1.3087 0.1027 4.1076 52.3465 4.1076 0.2198
3635o 0.2865 0.4582 0.3446 0.0668 0.1840 0.1065 0.2331 0.4015 0.3090 4.6613 8.0306 6.1791 0.0665
2217o 0.0000 0.8043 0.0000 0.0000 0.1576 0.0000 0.0000 0.1960 0.0000 0.0000 6.8598 0.0000 0.1073
2019o 0.1052 0.6439 0.1052 0.0000 0.1219 0.0000 0.0000 0.1893 0.0000 0.0014 5.6779 0.0014 0.0193
1918o 0.0000 0.0012 0.0000 0.0000 0.0007 0.0000 0.0000 0.5799 0.0000 0.0000 63.7863 0.0000 0.1310
1817o 0.1068 0.6198 0.1068 0.0085 0.6009 0.0019 0.0800 0.9696 0.0176 1.7602 21.3320 0.3862 0.1785
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.1239 0.3443 0.1239 0.0022 0.0657 0.0022 0.0175 0.1909 0.0175 0.5250 5.7281 0.5250 0.0382
0604o 0.4032 1.1208 0.4032 0.0132 0.2925 0.0132 0.0327 0.2610 0.0327 1.8637 14.8768 1.8637 0.0522
0504o 0.1667 0.4634 0.1667 0.0005 0.0366 0.0005 0.0030 0.0790 0.0030 0.1886 4.9757 0.1886 0.0158
0403o 0.0407 0.2378 0.0407 0.0000 0.0287 0.0000 0.0000 0.1209 0.0000 0.0002 2.4172 0.0002 0.0123
0302o 0.1306 0.1384 0.1307 0.0005 0.0247 0.0026 0.0039 0.1783 0.0199 0.0392 1.7827 0.1986 0.0223
14a14bo 0.1316 0.3203 0.1316 0.0146 0.3247 0.0146 0.1112 1.0136 0.1112 1.1124 10.1364 1.1124 0.0934
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
5453 0.2302 0.3068 0.2302 0.7673 0.09715 34.903 0.2302 0.3068 0.2302 0.7673 0.09715 34.903 0.0000 0.0000 0.0000 None
5047 .000819 2.6798 .000819 2.6814 0.07951 9.9205 .000819 2.6798 .000819 2.6814 0.07951 9.9205 0.0000 0.0000 0.0000 None
5114b .000151 0.9295 .000151 0.9298 0.08915 9.9109 .000151 0.9295 .000151 0.9298 0.08915 9.9109 0.0000 0.0000 0.0000 None
4342 0.2331 0.2708 0.2331 0.7371 0.09743 39.903 0.2331 0.2708 0.2331 0.7371 0.09743 39.903 0.0000 0.0000 0.0000 None
3736 0.2504 16.606 0.2504 17.106 1.1349 13.865 0.2504 16.606 0.2504 17.106 1.1349 13.865 0.0000 0.0000 0.0000 None
3534 .000271 3.6586 .000271 3.6591 0.09074 9.9093 .000271 3.6586 .000271 3.6591 0.09074 9.9093 0.0000 0.0000 0.0000 None
3422 .000715 3.7620 .000715 3.7634 0.08248 9.9175 .000715 3.7620 .000715 3.7634 0.08248 9.9175 0.0000 0.0000 0.0000 None
3130 .000503 6.7008 .000503 6.7018 0.08603 19.914 .000503 6.7008 .000503 6.7018 0.08603 19.914 0.0000 0.0000 0.0000 None
3036 1.2291 29.740 1.2291 32.198 1.7465 18.253 1.2291 29.740 1.2291 32.198 1.7465 18.253 0.0000 0.0000 0.0000 None
2827 0.0000 1.0898 0.0000 1.0898 3.5454 11.455 0.0000 1.0898 0.0000 1.0898 3.5454 11.455 0.0000 0.0000 0.0000 None
2726 .003341 21.499 .003341 21.506 0.07488 19.925 .003341 21.499 .003341 21.506 0.07488 19.925 0.0000 0.0000 0.0000 None
2629 0.01898 5.5601 0.01898 5.5981 5.0307 14.969 0.01898 5.5601 0.01898 5.5981 5.0307 14.969 0.0000 0.0000 0.0000 None
2930 0.02295 10.035 0.02295 10.081 4.9665 15.033 0.02295 10.035 0.02295 10.081 4.9665 15.033 0.0000 0.0000 0.0000 None
L575 0.0000 2.0092 0.0000 2.0092 4.4666 15.533 0.0000 2.0092 0.0000 2.0092 4.4666 15.533 0.0000 0.0000 0.0000 None
2117 .000819 6.6951 .000819 6.6968 0.08732 9.9127 .000819 6.6951 .000819 6.6968 0.08732 9.9127 0.0000 0.0000 0.0000 None
1714B 1.7065 21.630 0.3742 23.711 0.8976 21.295 1.7065 21.630 0.3742 23.711 0.8976 21.295 0.0000 0.0000 0.0000 None
4514B 0.4933 9.3468 .009586 9.8497 0.09321 19.840 0.4933 9.3468 .009586 9.8497 0.09321 19.840 0.0000 0.0000 0.0000 None
14A13 0.1274 12.030 0.0000 12.158 10.543 18.440 0.1274 12.030 0.0000 12.158 10.543 18.440 0.0000 0.0000 0.0000 None
1312 0.0000 10.781 0.0000 10.781 16.088 25.344 0.0000 10.781 0.0000 10.781 16.088 25.344 0.0000 0.0000 0.0000 None
1211 0.0000 18.227 0.0000 18.227 12.871 28.269 0.0000 18.227 0.0000 18.227 12.871 28.269 0.0000 0.0000 0.0000 None
1103 0.5896 17.497 0.0000 18.087 23.787 36.608 0.5896 17.497 0.0000 18.087 23.787 36.608 0.0000 0.0000 0.0000 None
0912 .000577 6.7335 .000577 6.7347 0.08758 9.9124 .000577 6.7335 .000577 6.7347 0.08758 9.9124 0.0000 0.0000 0.0000 None
0811 .000039 1.2587 .000039 1.2588 0.09546 9.9045 .000039 1.2587 .000039 1.2588 0.09546 9.9045 0.0000 0.0000 0.0000 None
0201 0.3372 47.497 0.1150 47.949 24.095 36.854 0.3372 47.497 0.1150 47.949 24.095 36.854 0.0000 0.0000 0.0000 None
5248 0.2022 0.3294 0.2022 0.7337 0.09699 29.903 0.2022 0.3294 0.2022 0.7337 0.09699 29.903 0.0000 0.0000 0.0000 None
4845 .001466 3.8553 .001466 3.8582 0.07452 9.9255 .001466 3.8553 .001466 3.8582 0.07452 9.9255 0.0000 0.0000 0.0000 None
4250 0.9997 0.6749 0.9997 2.6742 0.09483 49.905 0.9997 0.6749 0.9997 2.6742 0.09483 49.905 0.0000 0.0000 0.0000 None
5338 1.0607 1.0663 1.0607 3.1876 0.09288 34.907 1.0607 1.0663 1.0607 3.1876 0.09288 34.907 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 1.3035 0.0000 1.3035 10.942 19.058 0.0000 1.3035 0.0000 1.3035 10.942 19.058 0.0000 0.0000 0.0000 None
4645o 0.0000 2.3142 0.0000 2.3142 10.928 19.072 0.0000 2.3142 0.0000 2.3142 10.928 19.072 0.0000 0.0000 0.0000 None
3836o 0.3426 19.024 0.3426 19.709 3.3275 16.673 0.3426 19.024 0.3426 19.709 3.3275 16.673 0.0000 0.0000 0.0000 None
3635o 0.4463 1.2298 0.7116 2.3877 14.660 41.802 0.4463 1.2298 0.7116 2.3877 14.660 41.802 0.0000 0.0000 0.0000 None
2217o 0.0000 1.3797 0.0000 1.3797 10.923 14.577 0.0000 1.3797 0.0000 1.3797 10.923 14.577 0.0000 0.0000 0.0000 None
2019o .000027 0.6812 .000027 0.6812 0.09517 9.9048 .000027 0.6812 .000027 0.6812 0.09517 9.9048 0.0000 0.0000 0.0000 None
1918o 0.0000 4.9082 0.0000 4.9082 10.906 19.094 0.0000 4.9082 0.0000 4.9082 10.906 19.094 0.0000 0.0000 0.0000 None
1817o 0.1642 11.542 0.03600 11.742 6.7428 20.012 0.1642 11.542 0.03600 11.742 6.7428 20.012 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o 0.03570 1.0826 0.03570 1.1540 1.5835 8.4165 0.03570 1.0826 0.03570 1.1540 1.5835 8.4165 0.0000 0.0000 0.0000 None
0604o 0.08215 1.8227 0.08215 1.9870 1.2472 8.7528 0.08215 1.8227 0.08215 1.9870 1.2472 8.7528 0.0000 0.0000 0.0000 None
0504o .003391 0.2486 .003391 0.2554 2.1209 7.8791 .003391 0.2486 .003391 0.2554 2.1209 7.8791 0.0000 0.0000 0.0000 None
0403o .22E-05 0.1434 .22E-05 0.1434 0.09824 9.9018 .22E-05 0.1434 .22E-05 0.1434 0.09824 9.9018 0.0000 0.0000 0.0000 None
0302o .009765 0.4705 0.04954 0.5298 28.648 38.783 .009765 0.4705 0.04954 0.5298 28.648 38.783 0.0000 0.0000 0.0000 None
14a14bo 0.2075 4.6024 0.2075 5.0173 13.329 42.671 0.2075 4.6024 0.2075 5.0173 13.329 42.671 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 8.9216 7.0281 66.0000 17.5000 17.4028 17.4028 5.0000 17.4028 17.4028 5.0000 34.8057 34.8057
5047 5.7485 4.6777 47.0000 9.9000 9.8205 9.8205 9.8000 0.0205 0.0205 0.0000 9.8410 9.8410
5114b 4.8302 3.0541 50.0000 9.9000 9.8109 9.8109 9.8000 0.0109 0.0109 0.0000 9.8217 9.8217
4342 9.2204 7.3259 55.0000 20.0000 19.9026 19.9026 5.0000 19.9026 19.9026 5.0000 39.8051 39.8051
3736 7.0636 5.8371 50.0000 11.4000 10.2651 10.2651 7.9000 2.4651 2.4651 0.1000 12.7303 12.7303
3534 4.2796 4.1719 10.0000 9.9000 9.8093 9.8093 9.8000 0.0093 0.0093 0.0000 9.8185 9.8185
3422 4.1719 3.5076 40.0000 9.9000 9.8175 9.8175 9.8000 0.0175 0.0175 0.0000 9.8350 9.8350
3130 7.5216 5.8371 55.0000 19.9000 19.8140 19.8140 19.8000 0.0140 0.0140 0.0000 19.8279 19.8279
3036 5.8371 5.8373 18.0000 14.0000 12.2535 12.2535 8.1000 4.2535 4.2535 0.1000 16.5070 16.5070
2827 8.3767 6.7761 50.0000 11.4000 7.8546 7.8546 7.9000 0.0546 0.0546 0.1000 7.9092 7.9092
2726 6.7258 6.6931 10.0000 19.9000 19.8251 19.8251 19.8000 0.0251 0.0251 0.0000 19.8502 19.8502
2629 6.6931 6.5284 45.0000 14.0000 8.9693 8.9693 8.1000 0.9693 0.9693 0.1000 9.9386 9.9386
2930 6.5284 5.8371 48.0000 14.0000 9.0335 9.0335 8.1000 1.0335 1.0335 0.1000 10.0670 10.0670
L575 4.8246 3.5076 60.0000 10.0000 5.5334 5.5334 9.9000 5.5334 5.5334 9.9000 11.0669 11.0669
2117 3.0541 3.0530 10.0000 9.9000 9.8127 9.8127 9.8000 0.0127 0.0127 0.0000 9.8254 9.8254
1714B 3.0530 3.0541 28.0000 19.0000 18.1024 18.1024 8.1000 2.2946 2.2946 0.1000 20.3970 20.3970
4514B 3.6168 3.0541 24.0000 19.0000 18.9068 18.9068 8.1000 0.8398 0.8398 0.1000 19.7466 19.7466
14A13 2.4877 2.6188 10.0000 13.6000 3.0570 3.0570 1.6000 4.8402 4.8402 6.4000 7.8973 7.8973
1312 2.4877 2.2980 14.0000 19.0000 2.9119 2.9119 3.1000 6.3440 6.3440 6.6000 9.2559 9.2559
1211 2.2980 2.1132 37.0000 16.9000 4.0292 4.0292 5.5000 11.3691 11.3691 13.6000 15.3983 15.3983
1103 2.1132 1.8514 35.0000 33.1000 9.3129 9.3129 3.8000 3.5079 3.5079 3.9000 12.8208 12.8208
0912 3.5154 2.2980 55.0000 9.9000 9.8124 9.8124 9.8000 0.0124 0.0124 0.0000 9.8248 9.8248
0811 3.0400 2.1132 55.0000 9.9000 9.8045 9.8045 9.8000 0.0045 0.0045 0.0000 9.8091 9.8091
0201 1.7934 1.6751 10.0000 33.1000 9.0049 9.0049 3.8000 3.7542 3.7542 2.0000 12.7591 12.7591
5248 7.0281 4.8212 58.0000 15.0000 14.9030 14.9030 5.0000 14.9030 14.9030 5.0000 29.8060 29.8060
4845 4.6444 3.6168 60.0000 9.9000 9.8255 9.8255 9.8000 0.0255 0.0255 0.0000 9.8510 9.8510
4250 7.3259 5.7485 58.0000 25.0000 24.9052 24.9052 5.0000 24.9052 24.9052 5.0000 49.8103 49.8103
5338 8.5220 6.0778 78.0000 17.5000 17.4071 17.4071 5.0000 17.4071 17.4071 5.0000 34.8142 34.8142
3851 6.0778 4.8196 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6777 4.0849 25.0000 19.0000 8.0579 8.0579 8.1000 0.0579 0.0579 0.1000 8.1157 8.1157
4645o 4.0849 3.6168 33.0000 19.0000 8.0717 8.0717 8.1000 0.0717 0.0717 0.1000 8.1435 8.1435
3836o 6.0778 5.8373 40.0000 14.0000 10.6725 10.6725 8.1000 2.6725 2.6725 0.1000 13.3450 13.3450
3635o 5.8373 5.2655 20.0000 19.6000 4.9402 4.9402 5.2000 22.2015 22.2015 6.5000 27.1417 27.1417
2217o 3.5076 3.0569 35.0000 11.0000 0.0766 0.0766 0.1000 3.5766 3.5766 4.0000 3.6533 3.6533
2019o 7.0210 6.0185 30.0000 9.9000 9.8048 9.8048 9.8000 0.0048 0.0048 0.0000 9.8097 9.8097
1918o 6.0081 3.1996 110.0000 19.0000 8.0935 8.0935 8.1000 0.0935 0.0935 0.1000 8.1871 8.1871
1817o 3.1996 3.0941 22.0000 19.0000 12.2572 12.2572 8.1000 1.0121 1.0121 0.1000 13.2692 13.2692
1009o 4.5156 3.5154 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0256 4.5524 30.0000 7.5000 5.9165 5.9165 5.0000 0.9165 0.9165 0.0000 6.8330 6.8330
0604o 4.5524 2.8520 57.0000 7.5000 6.2528 6.2528 5.0000 1.2528 1.2528 0.0000 7.5056 7.5056
0504o 4.3156 2.8164 63.0000 7.5000 5.3791 5.3791 5.0000 0.3791 0.3791 0.0000 5.7582 5.7582
0403o 2.8164 2.0074 20.0000 9.9000 9.8018 9.8018 9.8000 0.0018 0.0018 0.0000 9.8035 9.8035
0302o 1.8514 1.8198 10.0000 37.0000 8.3518 8.3518 8.0000 1.7827 1.7827 0.0000 10.1345 10.1345
14a14bo 3.0541 2.6188 10.0000 28.0000 14.6705 14.6705 8.0000 14.6705 14.6705 8.0000 29.3410 29.3410
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
5453 0.0944 91.6386 0.1765 0.5358 ## N54 8.9000 8.9216
5047 0.2751 351.3915 0.4588 2.0313 ## N53 8.5000 8.5220
5114b 0.1384 62.1248 0.4896 0.4759 ## N52 7.0000 7.0281
4342 0.0985 89.0975 0.1762 0.4263 ## N38 5.0000 6.0778
3736 0.1132 94.0292 0.7438 12.5075 ## N51 3.8000 4.8302
3534 0.3739 169.1350 0.5186 5.1518 ## N48 3.6000 4.6444
3422 0.3551 175.5409 0.4178 5.3513 ## N50 4.7000 5.7485
3130 0.1707 134.3400 0.3813 5.4286 ## N47 3.6000 4.6777
3024 0.4521 990.8853 2.9597 7.5226 ## N46 3.0000 4.0849
3036 0.2634 -221.0116 -0.1833 40.4865 ## N45 2.5000 3.6168
2827 0.1963 158.1134 1.0042 0.4651 ## N43 9.2000 9.2204
2726 0.3144 114.0918 0.1646 18.2634 ## N42 7.3000 7.3259
2629 0.2950 154.0212 0.3280 38.2599 ## N37 7.0000 7.0636
2930 0.5849 413.9416 0.9117 12.1752 ## N36 4.4700 5.8373
2725 0.2605 324.0732 2.3946 3.3389 ## N35 3.2000 4.2796
2524 0.2545 319.2727 2.4503 5.4698 ## N34 4.1000 4.1719
2422 0.6540 1315.8308 2.3046 11.2302 ## N31 7.5000 7.5216
L575 0.2970 236.3621 0.4790 2.5799 ## N30 4.2000 5.8371
2117 0.1845 135.6006 0.4469 7.5769 ## N29 6.4000 6.5284
1714B -0.3572 -192.2083 -0.3221 53.5384 ## N28 8.3000 8.3767
1716 2.0458 3192.4594 2.3332 26.0813 ## N27 5.3500 6.7258
1615 1.2100 2319.5256 2.7231 12.4756 ## N26 6.5000 6.6931
1614A 0.8418 875.2911 1.8983 4.6313 ## N25 4.8700 5.6589
4514B 0.5117 439.8338 0.9909 8.4245 ## N24 2.5900 4.0884
4515 0.1740 475.6885 2.4320 1.9809 ## N23 4.7000 4.8246
1502 1.3645 2797.6709 2.6858 46.9097 ## N22 1.8600 3.5076
14A13 -1.2635 -1203.0309 -0.4491 25.6518 ## N21 2.0000 3.0541
1312 1.2624 1206.5346 0.4363 40.9494 ## N20 6.0000 7.0210
1211 1.2202 1203.8528 0.2703 184.7133 ## N19 4.5000 6.0065
1103 1.3378 1539.4932 0.3942 138.0833 ## N18 1.9000 3.1996
0912 0.0340 6.1774 0.0295 10.6870 ## N17 1.7500 3.0530
0908 0.1336 136.2071 1.1970 5.6012 ## N16 1.3400 3.0625
0811 0.1302 24.0526 0.3400 2.3133 ## N15 1.2100 2.3207
0804 0.2457 240.3646 1.5357 8.2071 ## N14B 1.8000 3.0541
0201 3.5884 5674.0931 1.3683 34.8496 ## N14A 1.6000 2.6188
5248 0.1416 189.3484 0.2849 0.2691 ## N13 1.8600 2.4877
4845 0.2101 274.0245 0.3027 4.8228 ## N12 1.6800 2.2980
4250 0.2055 213.5783 0.1581 2.3750 ## N11 1.3400 2.1132
5338 0.1047 101.0894 0.0887 3.0053 ## N10 3.6000 4.5156
3851 0.0000 0.0000 0.0000 0.0490 ## N9 2.5000 3.5154
4746o 0.1817 100.0320 0.8493 0.7969 ## N8 2.0000 3.0400
4746u 0.1017 400.5933 1.4232 2.4228 ## N7 4.0000 5.0256
4645o 0.1831 105.6988 0.5311 2.7011 ## N6 3.5000 4.5524
4645u 0.0989 396.3971 1.3767 3.2262 ## N5 3.3000 4.3156
3836o 0.1241 254.8019 0.1693 36.2787 ## N4 1.7000 2.8164
3635o 0.3572 140.3726 0.4572 1.7839 ## N3 1.1000 1.8514
2217o 0.1576 59.1112 0.7982 1.6413 ## N2 1.0500 1.7934
2217u 1.0048 1765.4947 2.2625 16.2071 ## N1 0.9300 1.6751
2019o 0.1219 14.1314 0.6509 0.1028 ##
2019u 0.4161 421.9649 2.6013 4.8377 ##
1918o 0.0007 0.0177 0.0013 3.4038 ##
1918u 0.8457 780.2835 2.9656 15.7615 ##
1817o 0.6114 261.3129 0.5735 22.3374 ##
1817u 0.6064 730.4626 2.1357 6.5190 ##
1009o 0.0000 0.0000 0.0000 0.0195 ##
1009u 0.1756 141.3764 1.6359 5.1756 ##
0706o 0.0701 21.0871 0.3132 0.7191 ##
0706u 0.0875 107.7190 1.2188 2.1544 ##
0604o 0.3189 110.1165 0.9753 0.5697 ##
0604u 0.3085 427.2805 2.7737 3.9529 ##
0504o 0.0376 8.0142 0.4430 0.0588 ##
0504u 0.1344 129.5445 1.8758 3.1600 ##
0403o 0.0287 2.4720 0.2379 0.0210 ##
0403u 1.1757 1184.8111 2.7549 9.0519 ##
0302o 0.0278 5.0503 0.1371 1.7628 ##
0302u 0.7008 2732.6775 0.7700 26.7667 ##
14a14bo 0.3539 120.5433 0.3655 3.0206 ##
14a14bu 0.1438 206.1783 2.0089 0.7176 ##
FREE # 1 3.6152 5675.6068 0.0000 0.0000 ##
*====================================================*
| Table E15a - SPREADSHEET REACH LIST |
| Peak flow and Total Flow listed by Reach or those |
| conduits or diversions having the same |
| upstream and downstream nodes. |
*====================================================*
Upstream Downstream Maximum Total
Node Node Flow Flow
(cms) (m^3)
--------------- ---------------- ---------- ---------
N54 N52 0.0944 91.6386
N50 N47 0.2751 351.3915
N51 N14B 0.1384 62.1248
N43 N42 0.0985 89.0975
N37 N30 0.1132 94.0292
N35 N34 0.3739 169.1350
N34 N22 0.3551 175.5409
N31 N30 0.1707 134.3400
N30 N24 0.4521 990.8853
N30 N36 0.2634 -221.0116
N28 N27 0.1963 158.1134
N27 N26 0.3144 114.0918
N26 N29 0.2950 154.0212
N29 N30 0.5849 413.9416
N27 N25 0.2605 324.0732
N25 N24 0.2545 319.2727
N24 N22 0.6540 1315.8308
N23 N22 0.2970 236.3621
N21 N17 0.1845 135.6006
N17 N14B -0.3572 -192.2083
N17 N16 2.0458 3192.4594
N16 N15 1.2100 2319.5256
N16 N14A 0.8418 875.2911
N45 N14B 0.5117 439.8338
N45 N15 0.1740 475.6885
N15 N2 1.3645 2797.6709
N13 N14A 1.2635 1203.0309
N13 N12 1.2624 1206.5346
N12 N11 1.2202 1203.8528
N11 N3 1.3378 1539.4932
N9 N12 0.0340 6.1774
N9 N8 0.1336 136.2071
N8 N11 0.1302 24.0526
N8 N4 0.2457 240.3646
N2 N1 3.5884 5674.0931
N52 N48 0.1416 189.3484
N48 N45 0.2101 274.0245
N42 N50 0.2055 213.5783
N53 N38 0.1047 101.0894
N47 N46 0.3841 500.6254
N46 N45 0.3806 502.0958
N38 N36 0.1241 254.8019
N36 N35 0.3572 140.3726
N22 N17 1.0912 1824.6059
N20 N19 0.4728 436.0963
N19 N18 0.8459 780.3012
N18 N17 0.9923 The text continues on section 5.